HomeMy WebLinkAboutPLANS Deck 1980 Baldpate Ct 2021-09-22B'B
9'
9'
7'-6"7'-6"
4'
2'
4'-6"
1'-3"
8'8'
1980 BALDPATE CT.
ESTES PARK, CO 80517
2x8 @ 16" OC
2x8 @ 16" OC
DO
W
N
3'3'
(2) 2X10 BEAM
(2) 2X10 BEAM
(3) 2X10 BEAM
12" Ø
12" Ø
12" Ø
12" Ø 12" Ø
12" Ø
14" Ø 18" Ø 14" Ø
A'
A
CONCRETE
PATIO
HOT TUB
SIMPSON HUC210-2
18'
12'
1890 BALDPATE CT.
ESTES PARK, CO 80517
1980 BALDPATE COURT
PROPOSED
16'X18'
DECK
EXISTING
RESIDENCE
10' SET BACK
10' SET BACK
15' SETBACK
15' SETBACK
N
8
°
0
0
'
0
0
"
E
11
0
.
0
0
'
N 82°00'00" W
1
1
0
.
0
0
'
S 82°00'00" E 11
0
.
0
0
'
S
8
°
0
0
'
0
0
"
W
11
0
.
0
0
'
BA
L
D
P
A
T
E
C
O
U
R
T
PROPOSED
12'X18'
CONCRETE
PATIO
GROUND SNOW LOAD = 70 PSF - (10 PSF/1000 FT) * (8000-7670
FT) = 67.0 PSF (INTERPOLATED USING ELEV = 7670 FT)
ULTIMATE WIND LOAD = 173 MPH
DECK LIVE FLOOR LOAD = 40 PSF
DECK SNOW LOAD = INTERPOLATED GROUND SNOW LOAD
ELEVATION = 7670 FT, 67.0 PSF
SOIL BEARING CAPACITY = 3,500 PSF
DECOMPOSED AND FRACTURED GRANITE BEDROCK
ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK
STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL
CODE AND ALL OTHER APPLICABLE CODES.
DESIGN LOAD CRITERIA:
STEP DETAIL
SCALE 1/2"=1'
B
LESS THAN 6" DIA.
2"x6"
2X DECKING TREAD
OPEN RISER
LESS THAN 4"
10" MIN RUN
FROM NOSE TO
NOSE
1" TOE
7-3/4" MAX. RISE
4" CONCRETE
LANDING
(4) 2X12
STRINGERS
SECTION C-C'
TOP CAP
36
"
M
I
N
.
6x6 TIMBER POST
@ 6' O.C. MAX
SPACING (TYP)
1X COMPOSITE
DECKING
STAINLESS STEEL CABLES
W/ 4" O.C. MAXIMUM
SPACING
3/4" CHAMFER
1/2" THRU BOLTS
DECK RAILING FRONT VIEW
SCALE 1/2"=1'
(2) 2X10 RIM JOIST
0'
-
4
"
O
C
M
A
X
.
S
P
A
C
I
N
G
6x6 DF POST
(TYP)
12" Ø PIER
(2) 1/2" THRU BOLTS
(TYP)
2X8 JOIST
@ 16" OC
1X COMPOSITE
DECKING
DECK DETAIL
SCALE 1/2" = 1'
TOP CAP
STAINLESS
STEEL CABLES
4" O.C. MAX
SPACING (TYP)36
"
M
I
N
.
A
SIMPSON LUS
HANGER EACH END
SECTION A-A'
SIMPSON PB66
POST BASE
(2) 2X10 BEAM
30
"
M
I
N
.
(3) #4 REBAR
4"
M
A
X
.
34
"
M
I
N
.
2x8 JOIST
@ 16" OC
1X COMPOSITE
DECKING
SIMPSON PB66 POST
BASE
(3) 2x10 BEAM
(3) #4 REBAR
18" Ø CENTER PIER
14" PER PLAN
6x6 DF POST
(TYP)
4" CONCRETE
PATIO
4" CONCRETE
FLOOR
SIMPSON COLUMN CAP
PC6Z ON CENTER COLUMN
EPC6Z ON END COLMNS
FLASHING
2X10 PT LEDGER W/ 2-ROWS
3-5/8" LEDGER LOKS @ 12" OC INSTALL SIMPSON
DTT1Z @ 4' OC
(5 TOTAL)
SIMPSON LUS
HANGER EACH END
STORAGE
BELOW DECK
STORAGE
BELOW DECK
1- ALL DECK JOISTS TO BE @ 16" O.C. UNLESS OF #2 HF OR BETTER
OTHERWISE SPECIFIED
2- ATTACH RIM JOIST TO EXISTING BUILDING WITH (2) ROWS OF LEDGER
LOK @ 12" OC
3- ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95%
STANDARDPROCTOR.
4- ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14).
5-CONCRETE SPECIFICATIONS: Fc = 3,500 psi @ 28 DAYS WITH 6% AIR (Ø
1.5%)
6- ALL WOOD TO BE NATURALLY DURABLE OR PRESSURE TREATED
UNLESS OTHERWISE STATED.
7- ALL PIER Ø TO BE AS NOTED ON THE PLANS.
NOTES:
SCALE 1/4"=1'-0"
DECK REPLACEMENT PLAN
1980 BALDPATE COURT
LOT 56, CARRIAGE HILLS, 7TH FILING
PARCEL # 2406211056
LEGAL DESCRIPTION
VICINITY MAP
SCALE 1"=700'
N
SITE PLAN
SCALE 1"=30'
BY
DA
T
E
NO
.
D
E
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
MST
MST
MST
PLOTTED:
SHEET:
ONLY VALID FOR CONSTRUCTION
DRAWN BY:
CHECKED BY:
ARE ON EACH SHEET
IF ORIGINAL SEAL & SIGNATURE
DESIGNED BY:
1 of 1
JOB NUMBER:
967-001
9/13/2021
20
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Michael
Todd, P.E.
2021.09.1
3
17:23:43
-06'00'
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
09/22/2021
PRINT PLANS IN COLOR AND HAVE FOR
INSPECTOR AT TIME OF INSPECTION Reviewed by
SAFEbuilt
09/22/2021